New Elastic Stability Formulas for Multiple-Stiffened Shear Panels

Author:

Chusilp Praween1,Usami Tsutomu2

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Nagoya Univ., Nagoya 464-8603, Japan.

2. Professor, Dept. of Civil Engineering, Nagoya Univ., Nagoya 464-8603, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference10 articles.

1. Deutsches Institut für Normung (DIN) (1953). “Stahlbau stabilitatsfalle (knickung kippung beulung) berechnungsgrundlagen.” DIN 4114 Blatt2 Berlin (in German).

2. Dubas P. and Gehri E. eds. (1986). Behavior and design of steel plated structures ECCS Technical Committee 8.3 Publ. No. 44 European Convention for Constructional Steelwork Brussels Belgium.

3. Galambos T. V. ed. (1998). Guide to stability design criteria for metal structures 5th Ed. Wiley New York.

4. Über die berechnung regelmäβiger konstruktionen als kontinuum.;Giencke E.;Stahlbau,1964

5. Klöppel K. and Möller K. H. (1968). Beulwerte ausgesteifer rechteckplatten II. Band Wilhelm Ernst Berlin (in German).

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